沸石颗粒在污泥絮体中的形态及其对污泥泥水分离的影响

投加沸石粉提高了活性污泥的泥水分离性能。通过对沸石颗粒表面生物膜和投加了沸石粉的活性污泥絮体生长过程及成熟形态的微观观察,结果表明沸石颗粒不仅可以作为微生物载体长成生物膜,而且成为菌胶团核心和污泥絮体骨架,改善了污泥絮体的颗粒结构,从而增强了絮体强度,提高了絮体密度,降低了污泥塑性。研究结果表明沸石粉适宜的投加量为4g/L;在活性污泥中投加4g/L沸石粉后,SVI从193降低到155,污泥比阻从27.36×1012m/kg降低到5.67×1012m/kg;在沸石粉含量小于10g/L时,随着沸石粉含量的增加,污泥呈现压缩沉淀时界面沉速和出现压缩沉淀的时间持续减小。     

Phosphorus Load Reduction Goals for Feitsui Reservoir Watershed, Taiwan

The present paper describes an effort for developing the total maximum daily load (TMDL) for phosphorus and a load reduction strategy for the Feitsui Reservoir in Northern Taiwan. BASINS model was employed to estimate watershed pollutant loads from nonpoint sources (NPS) in the Feitsui Reservoir watershed. The BASINS model was calibrated using field data collected during a 2-year sampling period and then used to compute watershed pollutant loadings into the Feitsui Reservoir. The simulated results indicate that the average annual total phosphorus (TP) loading into the reservoir is 18,910 kg/year, which consists of non-point source loading of 16,003 kg/year, and point source loading of 2,907 kg/year. The Vollenweider mass balance model was used next to determine the degree of eutrophication under current pollutant loading and the load reduction needed to keep the reservoir from being eutrophic. It was estimated that Feitsui Reservoir can becoming of the oligotrophic state if the average annual TP loading is reduced by 37% or more. The results provide the basis on which an integrated control action plan for both point and nonpoint sources of pollution in the watershed can be developed.     

关于沥青厂二级气浮后污水处理的探讨

应用Ｐ．Ｆ．Ｓ和助剂的化学沉降法处理沥青厂二级气浮后的污水，处理后污水不仅达到排放标准，还可作工业冷却水用、实现污水闭路循环。     

沉降法测定大气细菌粒子含量公式的检验

在沈阳市对文献［６］提出的由大气细菌粒子的沉降量计算大气细菌粒子含量的公式进行了检验．结果表明，在同泽小学由公式计算的大气细菌粒子的含量为３３２４个／ｍ３，Ａ·Ｓ采样器测定的大气细菌粒子的含量为３７９２个／ｍ３，二者之间的比值为０．９，ｔ＝０．７８５，Ｐ＞０．０５，两种方法得出的大气细菌粒子的含量没有明显差异，比传统的奥梅梁斯基公式有比较好的准确性和实用性．     

Influence of MBBR carrier geometrical properties and biofilm thickness restraint on biofilm properties, effluent particle size distribution, settling velocity distribution, and settling behaviour

The relatively poor settling characteristics of particles produced in moving bed biofilm reactor (MBBR) outline the importance of developing a fundamental understanding of the characterization and settleability of MBBR-produced solids. The influence of carrier geometric properties and different levels of biofilm thickness on biofilm characteristics, solids production, particle size distribution (PSD), and particle settling velocity distribution (PSVD) is evaluated in this study. The analytical ViCAs method is applied to the MBBR effluent to assess the distribution of particle settling velocities. This method is combined with microscopy imaging to relate particle size distribution to settling velocity. Three conventionally loaded MBBR systems are studied at a similar loading rate of 6.0 g/(m² •day) and with different carrier types. The AnoxK™ K5 carrier, a commonly used carrier, is compared to so-called thickness-restraint carriers, AnoxK™ Z-carriers that are newly designed carriers to limit the biofilm thickness. Moreover, two levels of biofilm thickness, 200 μm and 400 μm, are studied using AnoxK™ Z-200 and Z-400 carriers. Statistical analysis confirms that K5 carriers demonstrated a significantly different biofilm mass, thickness, and density, in addition to distinct trends in PSD and PSVD in comparison with Z-carriers. However, in comparison of thickness-restraint carriers, Z-200 carrier results did not vary significantly compared to the Z-400 carrier. The K5 carriers showed the lowest production of suspended solids (0.7 ± 0.3 g-TSS/day), thickest biofilm (281.1 ± 8.7 µm) and lowest biofilm density (65.0 ± 1.5 kg/m³). The K5 effluent solids also showed enhanced settling behaviour, consisting of larger particles with faster settling velocities.     

WTO对与环境有关的贸易争端的解决机制

环境与贸易的联系日趋紧密,与环境有关的国际贸易争端将越来越多.WTO为解决这类争端做出了有益尝试和不懈努力,并初见成效.该组织的争端解决机制包括法律渊源、参与争端解决的机构、解决纠纷的程序三个方面,其中解决纠纷的程序包括磋商、成立专家小组、专家小组工作、专家小组报告、上诉、复审、仲裁,已有明显的司法化特点.这一机制仍有许多不足之处,应从多方面进行完善和发展.但它使国际贸易法史上有了一个能有效进行国际环境、贸易争端处理的超国家机构,具有重大意义.中国入世后,更要研究这一机制,利用其规则维护国家环境权益.     

絮凝—沉淀—灰滤法处理再生浆造纸废水

采用“絮凝—沉淀—灰滤”相结合的方法,处理铁法市三家子造纸厂再生浆造纸废水,处理后水质达到造纸用水质量要求,全部回用于生产,实现生产用水闭路循环.根据一年多的运行实践,采用该方法处理再生浆造纸废水,投资仅为气浮法的1/3左右,运行成本为0.08元/t,废水处理后全部回用不会影响产品质量.该方法对于保护环境和发展缺水地区造纸生产有较大的实用价值.     

上海市排水系统雨天出流及地表径流沉降特性初探

实际SS沉降特性是雨水池、沉淀池设计及优化运行的重要参数.采用累积曲线法测定了上海市典型排水系统雨天出流和地表径流的SS沉降特性.结果表明:地表径流中SS的2 h沉降去除率为58%～88%,且SS沉降去除率随SS初始质量浓度增加呈递增趋势;各类排水系统雨天出流中SS沉降速率和沉降去除率在合流制中相对较大,分流制相对较小,混接的分流制介于前两者之间,SS沉降去除率均在50%以上;合流制中COD的2 h沉降去除率为50%～80%.     

Dissolved oxygen sag analysis for a settling fields overlapping type multi-wastewater-outfall

The classical Streeter–Phelps models for Dissolved oxygen (DO) sag do not account for a significantly settleable portion (about 10% in treated to about 60% in the untreated wastewater discharged) of the total biochemical oxygen demand (BOD) inputs into rivers through wastewater outfalls, and therefore, they can not be used to predict the DO sag to any accuracy and rationality. The author’s rationally composited model for an accurate prediction of stream BOD, accounting for near linear removal of settleable BOD as well as simultaneous exponential decay of the non-settleable BOD, is used to predict the DO sag resulting from a multi-wastewater-outfall system, wherein the settling fields of some of the outfalls interfere and overlap. An illustrative case example has been presented to demonstrate use of the models evolved under varying locations of the multi-wastewater-outfalls. A universal and integrated PC based computer program can also be evolved for the computation of the overall resultant DO sag to confirm the manually computed DO sag.